基于优选法的拱桥加固层最优厚度取值探讨  

Optimal Thickness of Reinforcement Layer for Stone Arch Bridge Using Optimization Method

作　　者：唐世娇[1] 周建庭[1] 孙伊圣[1] 樊甘露 钟恒[1] 

机构地区：[1]重庆交通大学土木建筑学院,重庆400074 [2]中交第二航务工程局有限公司,湖北武汉430014

出　　处：《重庆交通大学学报（自然科学版）》2014年第1期28-30,148,共4页Journal of Chongqing Jiaotong University(Natural Science)

基　　金：国家自然科学基金项目(51278512)

摘　　要：采用优选法对增大截面加固石拱桥最优加固层厚度取值问题进行探讨。利用优选法的相关理论,考虑增大截面加固石拱桥加固层与结构的协调变形的特点,综合评选得到一个加固层厚度最优值,并以此类推得到不同跨径的加固层最优值,最后利用统计学原理建立加固层厚度与拱桥跨径的函数关系。此方法能快速、准确的确定最优加固层厚度,大大减少了采用增大截面技术加固石拱桥时所需的试算和验算的工作量。The optimal thickness selection of reinforcement layer for section enlargement method in stone arch bridge was dis- cussed by using optimization method. Considering the coordination deformation characteristics of reinforcement layer and the main structure, the optimal thickness of reinforcement layer was determined by optimization method. According to the meth- od, the optimal thicknesses of reinforcement layer for different bridge span were also provided. And the function of reinforce- ment layer thickness and arch bridge span was established by statistical principle. This method can determine the optimal re- inforcement layer thickness quickly and accurately. It is helpful for the trial and checking of section enlargement method in stone arch bridge reinforcement.

关 键 词：桥梁加固 优选法 增大截面法 

分 类 号：U441[建筑科学—桥梁与隧道工程]